33rd rd International SWAT2005 Conference International SWAT2005 Conference EAWAG, Switzerland, July 11EAWAG, Switzerland, July 11--15, 200515, 2005
Application of SWAT Model to The MRC DSF
Application of SWAT Model to Application of SWAT Model to The MRC DSFThe MRC DSF
Le Duc TrungLe Duc TrungKittipong JirayootKittipong JirayootMekong River Commission SecretariatMekong River Commission SecretariatVientiane, Lao PDRVientiane, Lao PDR
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Overview on Mekong River Basin Overview on Mekong River Basin
TopicsTopicsTopics
Decision Support Framework (DSF) Decision Support Framework (DSF)
SettingSetting--up Mekong SWAT Modelsup Mekong SWAT Models
Calibration ResultsCalibration Results
ConclusionsConclusions & Recommendations& Recommendations
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Overview on Mekong Overview on Mekong River BasinRiver Basin
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ItemItem DescriptionDescription RankRank
Length 4,800 km 12
Basin area
795,000 km2(China 21%, Myanmar 3%, Lao PDR 25%,
Thailand 23%, Cambodia 20% and Vietnam 8%
21
Annual runoff 475,000 MCM 8
Average runoff 15,000 m3/s 8
Mekong Mekong River River BasinBasin
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Lower Mekong River BasinLower Mekong River BasinArea Area ≈≈ 620,000 km620,000 km22
River Length River Length ≈≈ 2,700 km2,700 km(China Border to Sea)(China Border to Sea)
Basin Development Basin Development PlanPlanWater Utilization Water Utilization ProgrammeProgrammeEnvironment Environment ProgrammeProgramme& & SectoralSectoralProgrammesProgrammes
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Decision Support Decision Support Framework (DSF)Framework (DSF)
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Decision Support FrameworkDecision Support Framework
Hydrological Model - SWATHydrological Hydrological
Model Model -- SWATSWAT
Basin SimulationModel - IQQM
Basin SimulationBasin SimulationModel Model -- IQQMIQQM
Hydrodynamic Model - ISIS
Hydrodynamic Hydrodynamic Model Model -- ISISISIS
Impact Analysis ToolsImpact Analysis Tools
Time-seriesTimeTime--seriesseries SpatialSpatialSpatial
know
ledg
e B
ase
know
ledg
e B
ase
know
ledg
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ase
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Hydrological Model SWAT
Hydrodynamic model
Simulation model
Scope of DSFScope of DSFScope of DSF
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Viet Nam coast
IQQMIQQMBasin Simulation
Model
iSISiSISHydrodynamic
Models
SWATSWATHydrological
Model
Inflows from China
General scheme of DSFGeneral scheme of DSFGeneral scheme of DSF
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First Level Second Level
Time-Series Plotting Tool Time-Series Plots
Annual Flood Frequency AnalysisFlood Threshold AnalysisCummulative Probability - all data at siteCumulative Probability Distribution over YearLow Flow EventsLow Flow VariabilityTonle Sap Flow – Reversal Analysis
Catchment Averaged Rainfall Generator (MQUAD)
Planning Sub-AreasEnvironmental & Socio-Economic FeaturesGraphical & Image DataVertically classified Cross-Sections
Overlay AnalysisProximity Analysis
Network Analysis Network Analysis
Combined Spatial - Time Series Analysis ISIS Model Output & DEM AnalysisDSF Main View GIS View Scenario Views
Flood depth mapsFlood duration mapsSalinity intrusion mapsSailnity duration maps
Specialist Statistical Analysis & Visual Representations User Defined analyses
Main Category
Digital Overlay Analysis
GIS Layers (area, line & point features)
Miscellaneous Data Formats
SPATIAL DATA SETS in DSF Knowledge Base
LINK TO SPATIAL SOFTWARE (ArcView GIS)
Flood Event Analysis Tool
Probability Exceedence Analysis Tool
Low Flow Analysis ToolTIM
E-SE
RIE
S
A
NA
LYSI
S TO
OLS
LINKS TO FUNCTIONAL RELATIONSHIP TOOLS
ISIS Flow
ISIS QualityISIS Mapping
SPA
TIA
L
A
NA
LYSI
S TO
OLS
Impact Analysis ToolsImpact Analysis Tools
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Spatial data
Administrative, Physical and Planning Land Resources and ImageryAdministrative boundaries (national) Forest cover 1993 and 1997Administrative boundaries (provincial) Land Cover/Land Use Map Administrative boundaries (district/village) MRC Soil Map Cities of the LMB Satellite imagery 1999-2000Industrial growth areas Satellite imagery 2001Road network of LMB Flooded area mapsRiver network Environment and FisheriesHydromet Network Sensitive habitat areasDam and reservoir data Fish migration routesBDP Sub-Areas Freshwater aquacultureSub-basin schematisation for SWAT/IQQM Brackish water aquaculturePlanning Units within iSIS area Agriculture and IrrigationISIS regional model schematisation Crop areas, patterns, calendarsISIS detailed model schematisation Consumptive DemandsNetworks for fish migration MRC Irrigation DatabaseNetworks for navigation Soil moisture capacities
Consumptive use crop factors
Topography Irrigation efficiencies
Digital Elevation Models Urban water demands per capitaRiver cross-section data in IQQM area Urban water demandsRiver cross-section data in iSIS area Other consumptive demands
Consumptive factors for “other” demands
Socio-Economic/Demographic In-stream DemandsPopulation - totals Navigation requirementsPopulation - other parameters Fish migration requirementsAgricultural impact data Ecological requirementsSocial impact data Dilution requirements
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Time-series dataClimate
Selected station daily climatic data, 1985-2001Sub-basin daily climatic data, 1985-2001Climate change scenario data
RainfallSelected station daily rainfall data, 1985-2001Sub-basin daily rainfall data, 1985-2001
Gauged FlowSelected station daily gauged flow data, 1985-2001
Tidal and River LevelsObserved flood levels and flows in Delta for 2000 and 2001Tidal levels for 1998-2001Tidal levels for 1985-2001
Salinity LevelsSalinity levels for 1998 dry seasonSalinity levels for 1985-2001
Consumptive DemandsDaily irrigation demands, 1985-2001Daily urban demands, 1985-2001Daily other consumptive demands, 1985-2001
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The Decision Decision Support FrameworkSupport Frameworkis being set up in each country with a Master Copy held at the MRCS
MRCSMRCS
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SettingSetting--up Mekong up Mekong SWAT ModelsSWAT Models
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DEM CoverageDEM CoverageMRCS 50m grid MRCS 50m grid DEM with 1 m DEM with 1 m vertical resolution vertical resolution was rewas re--sampled sampled onto a 250m gridonto a 250m grid
Coverage for Coverage for catchments in the catchments in the Mekong flood plain, Mekong flood plain, DEM was derived DEM was derived from spot levels from spot levels and contours and contours
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Landuse/LandcoverLanduse/Landcover DataDataThe map derived The map derived from interpretation from interpretation of satellite images of satellite images for 1993 and 1997 for 1993 and 1997 under the Forest under the Forest Cover Monitoring Cover Monitoring ProjectProject
The combined map The combined map was reclassified was reclassified into appropriate into appropriate SWAT land cover SWAT land cover classificationclassification
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Soil Map CoverageSoil Map CoverageSoil Map available Soil Map available at the Mekong at the Mekong River CommissionRiver Commission
The Global Soils The Global Soils Database (USDA, Database (USDA, FAO, ISRIC) was FAO, ISRIC) was usedused
Additional coverage Additional coverage was taken from the was taken from the FAO Soil Map of FAO Soil Map of the Worldthe World
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Input DataInput Data
Daily climatic data Daily climatic data (from 38 hydro(from 38 hydro--met met stations with spatially sparse distribution)stations with spatially sparse distribution) was was prepared for SWAT modeling and where prepared for SWAT modeling and where necessary, supplemented with monthly records necessary, supplemented with monthly records and long term monthly averages from FAO and long term monthly averages from FAO CLIMWATCLIMWAT
Daily rainfall data from 358 stations was usedDaily rainfall data from 358 stations was used
Daily flow data Daily flow data (from 101 stations of a sparse (from 101 stations of a sparse and incomplete gauging network)and incomplete gauging network) is checked and is checked and prepared for SWAT modeling, and where prepared for SWAT modeling, and where necessary, necessary, infilledinfilled for period of 1985for period of 1985--19991999
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SWAT Models for SWAT Models for Mekong River BasinMekong River Basin
Total of 138 subTotal of 138 sub--basins basins (average sub(average sub--basin area as large basin area as large as 4,000 kmas 4,000 km22)) has has been delineated with been delineated with the coverage area of the coverage area of about 600,000 kmabout 600,000 km22
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Calibration ResultsCalibration Results
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5 25 50 75 95 Daily Monthly201 1985-1999 2 0.4 2.1 0.4 3 0.6 7.1 2 0.5 0.7
206 1985-1999 -2 0.4 0.8 0.4 -3 0.1 1.6 -2 0.6 0.8
207 1985-1999 3 0.1 1.5 0.1 3 3.1 3.3 3 0.3 0.5
210 1985-1999 -4 0.2 4.2 0.2 -2 1.6 10.9 -4 0.2 0.6
211 1985-1999 0 0.7 3.4 0.7 n/a 6.7 0.0 -1 0.2 0.7
212 1985-1999 2 0.4 2.4 0.4 -6 0.5 7.2 1 0.2 0.1
304 1985-1999 2 0.2 2.2 0.2 3 0.4 1.6 2 0.6 0.8
307 1985-1999 3 0.5 2.8 0.5 n/a 2.4 0.0 2 0.2 0.6
402 1985-2000 -1 0.9 3.1 0.9 3 2.3 0.7 0 0.3 0.8
412 1985-2000 2 3.1 8.6 3.1 1 3.5 1.3 1 0.0 0.2
415 1985-1999 -5 0.4 1.0 0.4 n/a 3.1 9.1 -5 0.5 0.6
417 1985-1999 2 1.4 0.2 1.4 n/a 23.8 0.0 1 0.5 0.8
419 1985-1996 -3 0.3 1.0 0.3 -79 24.8 0.0 -11 0.3 0.8
420 1987-1999 -1 1.1 5.3 1.1 3 1.8 4.2 -1 0.4 0.9
421 1987-1999 2 0.4 0.2 0.4 0 0.2 0.4 2 0.3 0.7
422 1985-1999 0 0.6 1.2 0.6 n/a 13.7 29.6 -1 0.8 0.9
423 1986-1999 0 0.4 1.6 0.4 -4 3.1 8.3 0 0.2 0.6
424 1985-2000 1 1.0 2.6 1.0 n/a 1.4 6.2 1 0.5 0.7
427 1996-1999 0 0.3 3.5 0.3 10 1.6 5.4 0 0.6 0.9
504 1985-1997 4 0.3 1.4 0.3 n/a 0.0 0.0 4 0.1 0.5
506 1985-1999 -3 2.3 0.8 2.3 n/a 6.3 0.0 -3 0.4 0.5
509 1985-2000 0 2.2 5.1 2.2 n/a 7.3 0.0 0 0.5 0.8
510 1985-2000 2 0.6 2.7 0.6 -3 3.4 1.2 1 0.3 0.6
512 1985-1999 0 1.9 1.6 1.9 n/a 7.6 18.2 -1 0.4 0.4
514 1985-1999 -3 0.5 0.4 0.5 1 1.1 0.7 -2 0.4 0.5
515 1985-2000 1 0.3 4.6 0.3 n/a 5.6 14.4 1 0.5 0.7
608 1985-1999 0 0.4 0.4 0.4 -6 2.9 6.0 -1 0.3 0.5
610 1985-1999 -3 0.5 4.4 0.5 1 1.9 4.1 -2 0.2 0.6
614 1996-1999 -1 1.6 5.1 1.6 3 1.4 1.9 -1 0.4 0.6
620 1985-2000 0 1.7 3.8 1.7 -4 2.0 2.9 0 -0.1 0.7
700 1985-1999 0 0.8 0.4 0.8 2 0.7 1.0 1 0.2 0.5
800 1985-1999 1 0.7 2.8 0.7 n/a 2.3 5.9 1 0.2 0.6
FDC Error at Q%SWATsub-
basin Vr (%)Period
Vr (%)
OverallNash-Sutcliffe (CE)
Low flows
Vr (%)FDC Error at Q%
High flows
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Conclusions & Conclusions & RecommendationsRecommendations
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ConclusionsConclusionsSWAT Models SWAT Models (together with the basin (together with the basin simulation model)simulation model) in Mekong Basin can achieve in Mekong Basin can achieve promising calibration performance on most promising calibration performance on most tributaries tributaries (especially on monthly basis)(especially on monthly basis), and , and very good on the mainstream.very good on the mainstream.
The models The models (within the DSF)(within the DSF) extensively used extensively used in testing various development scenarios in the in testing various development scenarios in the efforts of the Basin Development Plan and efforts of the Basin Development Plan and Flow Management proves its usefulness and Flow Management proves its usefulness and wide flexibility in reflecting most of the wide flexibility in reflecting most of the identified basin changesidentified basin changes
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RecommendationsRecommendationsReRe--delineation for smaller subdelineation for smaller sub--basins to basins to accommodate for the spatial variabilityaccommodate for the spatial variability
Multiple Hydrological Response Units (Multiple Hydrological Response Units (HRUsHRUs) ) are required for each subare required for each sub--basins to capture basins to capture the spatial variability of landthe spatial variability of land--uses and soilsuses and soils
Refining related input data followed by reRefining related input data followed by re--calibrationcalibration
Preparation for integration of SWAT2003 into Preparation for integration of SWAT2003 into the DSFthe DSF
Scenario assessment and water qualityScenario assessment and water quality--related related activitiesactivities
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NO AREA SUBBASINS HRU1 China - Chiangsaen 30 992 Chiangsaen - Luangprabang 60 1743 Luangprabang - Vientiane 36 1304 Vientiane - Mukdahan 94 3015 Mukdahan - Pakse 59 1976 Pakse - Kratie 118 3277 Chi upto Yasothon 62 1978 Mun upto Rasi Salai 51 142
510 1567
New subNew sub--basins basins
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